Abstract: Wave induced pore pressures in bottom soils have an influence on the geotechnical stability of structures and may also have an effect on the transport of sand. Wave induced pore pressures in a seabed of sand or clay has ...

Abstract: The wave forces in the surface zone for a single pile have been measured with regular waves in a laboratory. Reynolds numbers of up to

Abstract: Wave‐induced parallel and normal forces on an armor unit on a berm breakwater have been measured. The armor unit was located on the flattened part of the reshaped berm breakwater. Simultaneously with the force measurements ...

Abstract: The objective of the study reported in this paper was to develop a method by which to evaluate the suitability of quarried stones to withstand the impacts they will be subjected to when rolling on a reshaping berm breakwater. ...